Conclusions
The experiments performed are a part of investigations into the development of universal relations for calculating the deformations of channels passing in fine and medium sands. To solve this problem it is necessary to perform experiments on a study of the effect of the coefficient of mobility, size of the erodible material, and cross-sectional shape of the channel on deformations.
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 35–38, May, 1988.
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Khapaeva, A.K., Pavlov, S.Y. & Shurygin, V.V. Modeling the process of canal deformations in fine- and medium-grained soils. Hydrotechnical Construction 22, 295–299 (1988). https://doi.org/10.1007/BF01428059
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DOI: https://doi.org/10.1007/BF01428059